Drainage Report

Basin 4 without exfiltration Proposed basin 4 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 40 Pond 17P: Porous pavement system 4 Hydrograph Inflow 14.11 cfs Primary 15 14 Inflow Area=1.968 ac 13 Peak Elev=591.49' 12 11 Storage=27,199 cf 10 9 Flow (cfs) 8 7 6 5.25 cfs 5 4 3 2 1 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)

Basin 4 without exfiltration Proposed basin 4 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 41 Hydrograph for Pond 17P: Porous pavement system 4 Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 585.00 0.00 1.50 0.08 163 585.04 0.00 3.00 0.14 787 585.19 0.00 4.50 0.18 1,647 585.40 0.00 6.00 0.20 2,671 585.66 0.00 7.50 0.30 4,022 585.99 0.00 9.00 0.41 5,941 586.44 0.00 10.50 0.77 9,068 587.16 0.00 12.00 7.10 19,488 589.59 0.59 13.50 1.07 21,555 590.10 1.48 15.00 0.56 20,513 589.84 0.76 16.50 0.41 19,441 589.58 0.58 18.00 0.30 18,684 589.40 0.42 19.50 0.27 18,316 589.31 0.30 21.00 0.24 18,181 589.27 0.26 22.50 0.21 18,087 589.25 0.23 24.00 0.18 17,998 589.23 0.20 25.50 0.00 17,442 589.09 0.06 27.00 0.00 17,226 589.04 0.03 28.50 0.00 17,119 589.01 0.01 30.00 0.00 17,066 589.00 0.01 31.50 0.00 17,029 588.99 0.01 33.00 0.00 16,999 588.98 0.00 34.50 0.00 16,975 588.98 0.00 36.00 0.00 16,955 588.97 0.00 37.50 0.00 16,939 588.97 0.00 39.00 0.00 16,926 588.96 0.00 40.50 0.00 16,915 588.96 0.00 42.00 0.00 16,906 588.96 0.00 43.50 0.00 16,899 588.96 0.00 45.00 0.00 16,893 588.96 0.00 46.50 0.00 16,888 588.96 0.00 48.00 0.00

43.50 0.00 16,899 588.96 0.00 45.00 0.00 16,893 588.96 0.00 46.50 0.00 16,888 588.96 0.00 48.00 0.00 16,884 588.95 0.00 49.50 0.00 16,881 588.95 0.00 51.00 0.00 16,879 588.95 0.00 52.50 0.00 16,877 588.95 0.00 54.00 0.00 16,875 588.95 0.00 55.50 0.00 16,873 588.95 0.00 57.00 0.00 16,872 588.95 0.00 58.50 0.00 16,871 588.95 0.00 60.00 0.00 16,871 588.95 0.00 61.50 0.00 16,870 588.95 0.00 63.00 0.00 16,869 588.95 0.00 64.50 0.00 16,869 588.95 0.00 66.00 0.00 16,869 588.95 0.00 67.50 0.00 16,868 588.95 0.00 69.00 0.00 16,868 588.95 0.00 70.50 0.00 16,868 588.95 0.00 72.00 0.00 16,868 588.95 0.00

Basin 4 without exfiltration Proposed basin 4 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 42 Stage-Discharge for Pond 17P: Porous pavement system 4 Elevation Primary Elevation Primary Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) (feet) (cfs) (feet) (cfs) 585.00 0.00 587.55 0.00 590.10 1.47 592.65 6.91 585.05 0.00 587.60 0.00 590.15 1.72 592.70 6.98 585.10 0.00 587.65 0.00 590.20 2.00 592.75 7.04 585.15 0.00 587.70 0.00 590.25 2.28 592.80 7.10 585.20 0.00 587.75 0.00 590.30 2.51 592.85 7.16 585.25 0.00 587.80 0.00 590.35 2.70 592.90 7.22 585.30 0.00 587.85 0.00 590.40 2.87 592.95 7.28 585.35 0.00 587.90 0.00 590.45 3.03 593.00 7.34 585.40 0.00 587.95 0.00 590.50 3.18 585.45 0.00 588.00 0.00 590.55 3.32 585.50 0.00 588.05 0.00 590.60 3.45 585.55 0.00 588.10 0.00 590.65 3.58 585.60 0.00 588.15 0.00 590.70 3.71 585.65 0.00 588.20 0.00 590.75 3.82 585.70 0.00 588.25 0.00 590.80 3.94 585.75 0.00 588.30 0.00 590.85 4.05 585.80 0.00 588.35 0.00 590.90 4.16 585.85 0.00 588.40 0.00 590.95 4.26 585.90 0.00 588.45 0.00 591.00 4.37 585.95 0.00 588.50 0.00 591.05 4.47 586.00 0.00 588.55 0.00 591.10 4.56 586.05 0.00 588.60 0.00 591.15 4.66 586.10 0.00 588.65 0.00 591.20

586.00 0.00 588.55 0.00 591.10 4.56 586.05 0.00 588.60 0.00 591.15 4.66 586.10 0.00 588.65 0.00 591.20 4.75 586.15 0.00 588.70 0.00 591.25 4.84 586.20 0.00 588.75 0.00 591.30 4.93 586.25 0.00 588.80 0.00 591.35 5.02 586.30 0.00 588.85 0.00 591.40 5.11 586.35 0.00 588.90 0.00 591.45 5.19 586.40 0.00 588.95 0.00 591.50 5.27 586.45 0.00 589.00 0.01 591.55 5.36 586.50 0.00 589.05 0.03 591.60 5.44 586.55 0.00 589.10 0.07 591.65 5.52 586.60 0.00 589.15 0.11 591.70 5.60 586.65 0.00 589.20 0.17 591.75 5.67 586.70 0.00 589.25 0.23 591.80 5.75 586.75 0.00 589.30 0.30 591.85 5.82 586.80 0.00 589.35 0.36 591.90 5.90 586.85 0.00 589.40 0.43 591.95 5.97 586.90 0.00 589.45 0.47 592.00 6.04 586.95 0.00 589.50 0.52 592.05 6.12 587.00 0.00 589.55 0.56 592.10 6.19 587.05 0.00 589.60 0.60 592.15 6.26 587.10 0.00 589.65 0.63 592.20 6.32 587.15 0.00 589.70 0.67 592.25 6.39 587.20 0.00 589.75 0.70 592.30 6.46 587.25 0.00 589.80 0.73 592.35 6.53 587.30 0.00 589.85 0.76 592.40 6.59 587.35 0.00 589.90 0.79 592.45 6.66 587.40 0.00 589.95 0.89 592.50 6.72 587.45 0.00 590.00 1.05 592.55 6.79 587.50 0.00 590.05 1.24 592.60 6.85

Basin 4 without exfiltration Proposed basin 4 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 43 Stage-Area-Storage for Pond 17P: Porous pavement system 4 Elevation Storage Elevation Storage (feet) (cubic-feet) (feet) (cubic-feet) 585.00 0 590.10 21,552 585.10 407 590.20 21,959 585.20 814 590.30 22,366 585.30 1,221 590.40 22,773 585.40 1,628 590.50 23,180 585.50 2,036 590.60 23,588 585.60 2,443 590.70 23,995 585.70 2,850 590.80 24,402 585.80 3,257 590.90 24,809 585.90 3,664 591.00 25,216 586.00 4,071 591.10 25,623 586.10 4,486 591.20 26,030 586.20 4,908 591.30 26,437 586.30 5,334 591.40 26,845 586.40 5,762 591.50 27,252 586.50 6,193 591.60 27,659 586.60 6,626 591.70 28,066 586.70 7,061 591.80 28,473 586.80 7,497 591.90 28,880 586.90 7,934 592.00 29,287 587.00 8,373 592.10 29,694 587.10 8,812 592.20 30,101 587.20 9,251 592.30 30,509 587.30 9,691 592.40 30,916 587.40 10,132 592.50 31,323 587.50 10,572 592.60 31,730 587.60 11,013 592.70 32,137 587.70 11,453 592.80 32,544 587.80 11,894 592.90 32,951 587.90 12,333 593.00 33,358 588.00 12,772 588.10 13,211 588.20 13,648 588.30 14,084 588.40 14,519 588.50 14,952 588.60 15,383 588.70 15,811 588.80 16,237 588.90 16,658 589.00 17,074 589.10 17,481 589.20 17,888 589.30

14,952 588.60 15,383 588.70 15,811 588.80 16,237 588.90 16,658 589.00 17,074 589.10 17,481 589.20 17,888 589.30 18,295 589.40 18,702 589.50 19,109 589.60 19,516 589.70 19,923 589.80 20,331 589.90 20,738 590.00 21,145

25S 23S overland 5-A Basin 5 24P 26S Infiltration basin 5 pre-dev basin 5 Subcat Reach Pond Link Routing Diagram for Proposed basin 5 R5 Prepared by Anderson Consulting Services, Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC

Basin 5 witout exfiltration Proposed basin 5 R5 Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 2 Project Notes Rainfall events imported from "NRCS-Rain.txt" for 6606 NJ Essex-D

Basin 5 witout exfiltration Proposed basin 5 R5 Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 3 Rainfall Events Listing (selected events) Event# Event Storm Type Curve Mode Duration B/B Depth AMC Name (hours) (inches) 1 2-Year NOAA 24-hr D Default 24.00 1 3.44 2 2 10-Year NOAA 24-hr D Default 24.00 1 5.22 2 3 100-Year NOAA 24-hr D Default 24.00 1 8.66 2